Error Caused by Damping Formulating in Multiple Support Excitation Problems

The effect of multiple support excitation is an important issue in studying large-span structures. Researchers have shown that the damping related terms in the equation of motion can induce errors in the analysis. Wrongly modelling the damping matrix can induce false damping forces between the struc...

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Main Authors: Han Qin, Luyu Li
Format: Article
Language:English
Published: MDPI AG 2020-11-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/22/8180
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spelling doaj-5208ea53c4b44f71ab004db7568b50dd2020-11-25T04:06:08ZengMDPI AGApplied Sciences2076-34172020-11-01108180818010.3390/app10228180Error Caused by Damping Formulating in Multiple Support Excitation ProblemsHan Qin0Luyu Li1School of Civil Engineering, Dalian University of Technology, Dalian 116024, ChinaState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, ChinaThe effect of multiple support excitation is an important issue in studying large-span structures. Researchers have shown that the damping related terms in the equation of motion can induce errors in the analysis. Wrongly modelling the damping matrix can induce false damping forces between the structure and the reference coordinates. In multiple support excitation problems, this error is increased when absolute coordinates are used. In this paper, this part of the error is defined as virtual damping error. The error caused by using Rayleigh damping instead of Modal damping is called damping truncation error. This study focuses on the virtual damping error and the damping truncation error that exist in the modeling methods widely used in multiple support excitation problems, namely, large mass method (LMM), relative motion method (RMM), and absolute displacement method (ADM). A new Rayleigh damping formula is proposed for LMM to prevent virtual damping error. A form of equation of motion derived from the converged LMM was proposed in the authors’ previous work. This equation of motion is proved in this paper to be equivalent to RMM when modal damping and the new Rayleigh damping formula are used. RMM is proved free from the virtual damping error. The influence of multiple support excitation effect on the damping formulating errors is studied by spectral analysis. One simplified spring-mass model and two bridge models are used for numerical simulation. The results from the numerical simulation testify to the conclusions from the spectral analysis.https://www.mdpi.com/2076-3417/10/22/8180multiple support excitationmodeling errordampingmodal dampingRayleigh dampinglarge mass method
collection DOAJ
language English
format Article
sources DOAJ
author Han Qin
Luyu Li
spellingShingle Han Qin
Luyu Li
Error Caused by Damping Formulating in Multiple Support Excitation Problems
Applied Sciences
multiple support excitation
modeling error
damping
modal damping
Rayleigh damping
large mass method
author_facet Han Qin
Luyu Li
author_sort Han Qin
title Error Caused by Damping Formulating in Multiple Support Excitation Problems
title_short Error Caused by Damping Formulating in Multiple Support Excitation Problems
title_full Error Caused by Damping Formulating in Multiple Support Excitation Problems
title_fullStr Error Caused by Damping Formulating in Multiple Support Excitation Problems
title_full_unstemmed Error Caused by Damping Formulating in Multiple Support Excitation Problems
title_sort error caused by damping formulating in multiple support excitation problems
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-11-01
description The effect of multiple support excitation is an important issue in studying large-span structures. Researchers have shown that the damping related terms in the equation of motion can induce errors in the analysis. Wrongly modelling the damping matrix can induce false damping forces between the structure and the reference coordinates. In multiple support excitation problems, this error is increased when absolute coordinates are used. In this paper, this part of the error is defined as virtual damping error. The error caused by using Rayleigh damping instead of Modal damping is called damping truncation error. This study focuses on the virtual damping error and the damping truncation error that exist in the modeling methods widely used in multiple support excitation problems, namely, large mass method (LMM), relative motion method (RMM), and absolute displacement method (ADM). A new Rayleigh damping formula is proposed for LMM to prevent virtual damping error. A form of equation of motion derived from the converged LMM was proposed in the authors’ previous work. This equation of motion is proved in this paper to be equivalent to RMM when modal damping and the new Rayleigh damping formula are used. RMM is proved free from the virtual damping error. The influence of multiple support excitation effect on the damping formulating errors is studied by spectral analysis. One simplified spring-mass model and two bridge models are used for numerical simulation. The results from the numerical simulation testify to the conclusions from the spectral analysis.
topic multiple support excitation
modeling error
damping
modal damping
Rayleigh damping
large mass method
url https://www.mdpi.com/2076-3417/10/22/8180
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AT luyuli errorcausedbydampingformulatinginmultiplesupportexcitationproblems
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